The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

200/EIc

50/EIc

150/EIc

100/EIc

200/EIc

50/EIc

150/EIc

100/EIc

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Theory of Structures
The point of contraflexure is the point where

M. is maximum

M. is minimum

S.F. is zero

M. changes sign

M. is maximum

M. is minimum

S.F. is zero

M. changes sign

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.002

0.003

0.0025

0.001

0.002

0.003

0.0025

0.001

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/4

WI²/8

WI/2

WI²/12

WI²/4

WI²/8

WI/2

WI²/12

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Theory of Structures
Pick up the correct statement from the following:

If tensile stress is equal to axial stress, the section experiences compressive stress

The moment of inertia is calculated about the axis about which bending takes place

If tensile stress is less than axial stress, the section experiences compressive stress

All of these

If tensile stress is equal to axial stress, the section experiences compressive stress

The moment of inertia is calculated about the axis about which bending takes place

If tensile stress is less than axial stress, the section experiences compressive stress

All of these

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

2.75 cm

4.25 cm

3.00 cm

3.50 cm

2.75 cm

4.25 cm

3.00 cm

3.50 cm

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Theory of Structures

Theory of Structures The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

Theory of Structures The point of contraflexure is the point where

Theory of Structures If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

Theory of Structures The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

Theory of Structures Pick up the correct statement from the following:

Theory of Structures The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

Theory of Structures
The point of contraflexure is the point where

Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

Theory of Structures
Pick up the correct statement from the following:

Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is